Komentar Masalah Teknik Sipil

Penjara Buat Perencana Asal Jadi

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Mungkin Saja Salah Perencana!

Kubah Elektrik Masjid Nabawi

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Pola Pikir Insinyur

Banjir Kotaku Semakin Menjadi!

Pasal 51 Perda 01/2010 Bagaikan Bola Tanggung

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Box Culvert Pracetak! Mengapa Tidak?

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Mengapa Jembatan Datuk Laksamana Retak?

Lantai Pasar Terapung Patah atau Dilatasi ?

Apakak Kontraktor Saja Yang Harus profesional?

Kajian Teknis Lantai Pasar Terapung Yang Patah

Hukumkan Buat Orang Miskin

Menyoal: Amruknya Tembok Irigasi

81 responses to “Komentar Masalah Teknik Sipil

  1. Kajian untuk pemancangan dengan menggunakan alat bantu doly (tiang penghubung) apa sudah pernah dibahas. Apakah ada pengaruh terhadap penggunaan formula hiley untuk mendapatkan daya dukung tiang?

  2. Sdr. Bibin awabin, Formula Hiley adalah salah satu formula untuk mengetahui besarnya daya dukung tiang yang didasarkan pada besarnya penetrasi tiang single pile. Bila yang Anda maksud dengan alat bantu doly (tiang penghubung) adalah Sigle pile maka perlakuannya akan asama. Tolong beri informasi kepada pembaca tentang alat bantu doly (tiang penghubung), trims.

  3. Dear Sir,

    Bisa saya diberikan informasi plumbing untuk kolam 3.5×8 x2 m dg ruangan pompa 3.5 x2.1 x2 m dg sytem pompa dan sand /backwash filter.
    Terima kasih banyak sebelumnya.

    Andreas BS

  4. Dear Pak Rony,
    Salam kenal, nama saya Irawan Firmansyah, praktisi geoteknik/teknik fondasi, sekaligus juga dosen tamu di program S2 struktur Fakultas Teknik UI, Depok. Saya spesialis untuk fondasi highrise building dan retaining structure untuk galian basemen dalam. Sekiranya berkenan, bapak dan pengunjung blog ini dapat melihat-lihat tulisan mengenai geoteknik di blog saya “irawanfirmansyah.wordpress.com”. Terima kasih

  5. bagus nawoto seno

    kepada Pak Rony
    salam kenal pak rony, saya Bagus N seno St. aristektur. saya mau bertanya tentang konstruksi sederhana tentang begel besi kolom dan sloop yang saya buat persegi tapi menerus seperti spiral tapi berbentuk kotak?? apakah dari sisi struktural diperbolehkan krn saya hanya analogi dari kolom bulat dengan begel spiral, kemudian saya mencoba inovasi sendiri dengan begel kotak tapi menerus juga.. mohon bantuannya

  6. pak rony saya mau tanya soal K beton, saya mengadakan uji beton untuk sample paving block segi 6 dgn sisi 9,2 cm, tebal 8 cm pada umur 21 hari dan diperoleh angka 305 pada manometer. Setelah saya membaca komen2 diatas saya bingung apakah uji tes paving yg saya gunakan ada guna nya untuk perhitungan K paving???? (krn SNI menggunakan silender dan kubus). Dan bila bisa dihitung dari hasil test saya tersebut berapa K paving yg diperoleh???? bagaimana cara perhitungannnya pak??? mohon pencerahannya pak. Thx

  7. pagi pak, saya dengan pak renee, perusahaan saya mendapat pekerjaan pembgnan fly over tp krn bukan bidang kami, kami mau subkan pekerjaan ini .Pbmgn fly over tinggi 7 m, bentangan 20m ,dan lebar 10 m, apa bisa dibantu pak rekanan yg mau ngesub kerjaan ini, tks

  8. ada salah satu perusahaan yg mengajukan utk ngesub pekerjaaan ini tp biaya yg diajukan terlalu mahal, krn mrk tau persis kami bukan bidangnya jd harganya di up sgt tinggi, mdh2an bpk bisa bantu,tks

  9. Pak,hubungan invers pada matrix terhadap metode kekakuan itu bagaimana pak ?

  10. Dear Pak Rony,
    Assalamulaikum..Pak Saya mau nanya seputar masalah Perkuatan Tanah Khususnya yang bersinggungan dengan daerah Rawa, pada daerah tersebut jenis bahan yang akan digunakan adalah geotextlie, yang saya mau tanya disini apa kegunaan geotextile woven, non woven dan geocomposites. tks.. wassalam

  11. After examine just a few of the weblog posts on your website now, and I really like your way of blogging. I bookmarked it to my bookmark website listing and will be checking back soon. Pls try my site as properly and let me know what you think.

  12. Assalamualaikum….Pak saya mau nanya…kalau karateristik beton lantai K 350 tanpa tulangan dengan tebal 13,5 cm….berapa ton/m2 beban yang mampu diterima…..terima kasih….wassalamualikum..

  13. Assalamualaikum wr. wb
    kpada bapak pengasuh rublik,,
    saya ingin bertanya, Apakah maksud dari perbandingan antara beton dengan baja (Fc’/fy) dengan ktntuan batas nilai Rho.
    untuk batasan nilai Rho, 1. jika nilai Rho lbih kecil dari Rho min, kenapa dipakai Rho min?, 2. jika nilai Rho diantara Rho min dengan Rho maks dipakai Rho?, dan 3. jika nilai Rho lebih besar dari Rho maks dipakai Rho?.
    dimanakah letak keamanan untuk nilai Rho yang sebenarnya?
    Wassalamualaikum wr. wb

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  66. kpd. yth. bapak ronny seorang pemikir
    saya mau nanya. klw boleh tau gelar ip-u bapak tu diman buatnya pak.. ?
    apa IP-U tembak atau resmi pak. klw nembak brpa harganya pak.?? tapi saya yakin IP-U bapak pasti nembak kan

  67. Sdr. Botak Dikit, IPU adalah Insinyur Profesional Utama yakni gelar profesi yang diperoleh dari HAKI (Himpunan Ahli Konstruksi Indonesia). Saya termasuk salah satu Assesor HAKI Komda Riau. Jika Anda ingin mendapatkan gelar Insinyur Profesional (IP) Anda harus seorang engineer Teknik Sipil berpengalaman minimal 2 tahun, kemudian menyusun Kopentensi kerja serta Narasi, kemudian Anda Prtesentasekan dan diuji oleh 3 orang Assesor. Gelar yang bisa diperoleh mulai dari IP (Insinyur Profesional Muda) kemudian IPM (Insinyur Profesional Madya) Dan IPU. Silahkan daftar di HAKI daerah Anda tinggal. Sebagai Engineer, jangan terlalu cepat berprasangka negatif, terimakasih.

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  69. MUHAMMAD ALI KURNIADI NAWIR

    Assalamualaikum Pak.
    semoga bapak dalam keadaan sehat selalu.
    ada yang ingin saya tanyakan pak, untuk menentukan daya dukung pondasi tiang pancang dari pipa baja (steel pile pipe) apakah daya dukung ujung (end bearing point) dari tiang pancang baja tersebut dihitung? (tiang pancang tidak di isi dengan struktur beton/bukan pondasi bored pile, ketebalan pipa bajanya hanya 6,35 mm)
    jika diperhitungkan, apakah luas penampang ujung tiang yang digunakan = ((0,25*3.14*Dl^2) – (0,25*3.14*Dd^2))
    Dl : diamater luar pipa baja
    Dd : diameter dalam pipa baja
    terimakasih.

  70. Walaikumussalam Sdr. Muhammad Ali Kurnia Nawir. Amin. Harusnya tiang pancang baja (pipa) adalah pipa dengan ujung tertutup, bisa jadi ujungnya memang sudah tertutup pelat baja atau tertutup oleh beton setelah pemancangan dan pengecoran isi pipa tersebut. Dengan demikian Daya dukung tiang yang diperoleh tetap dari luas ujung tiang (end beraing pile). Tidak ada pengurangan luas diameter dalam.

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  80. Assalamualaikum pak Rony
    saya mau bertanya, untuk pembangunan tower BTS soil test apa yg dibutuhkan ? Sondir / Boring / SPT ?

    terima kasih

  81. Walaikumussalam Sdr. Amir. Uji Sondir bisa dilakukan untuk mendapatkan perlawanan konus, tetapi biasanya kedalaman yang bisa dicapai sekitar 20-an meter. Bila menggunakan Uji SPT dengan bor mesin, kedalaman bisa mencapai 50-80 meter. Perlu Pengambilan sample tanah untuk Uji Laboratorium untuk mendapatkan parameter tanah pada setiap lapisan, agar dapat dihitung perlawanan guling akibat beban angin atau gempa pada tower.

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