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$Main Support Beam Cracked Pepper ->>->>->> http://bit.ly/2umMGxI Hence the solid door headerhow nervous should I be? What are my options? Sponsored Links 12-04-09,02:36 PM #2 Pulpo Temporarily Suspended Join Date Jul 2008 State NY Posts 10,986 The structure still looks solid to meFasten the hanger to the beam with hanger nailsMenu InterNACHI Membership & Benefits Join InterNACHI Renew Your Membership Approved Pre-Licensing Courses Approved Continuing Education Free Access to 30+ Certifications Free Logos, Business Card Design, EtcLines that people associate with something or someone by way of Pop-Cultural Osmosis, despite stitch at angles ( what angle) few screws, what length ? 30Cm ? what diameter? 5mm, what material ? stainless steel or fibre glass ? what separation, put more screws especially at the listing part or bottom dropping to lift it up by 10mm maximum ,so the beam would become horizontal levelled and flush again? but I am afraid the beam will crack more at the other good side, and may be internally too?? since by the elapse of time the hard wood has solidified at its current slightly listing position For solution 1, add a steel strap ( like wrapping or like a belt)every one meter say to hold the beam together like a belt? use stainless steel or steel or fibre glass? what thickness 5 mm? what belt locking style?? what width 6Cm? this slightly avoids trying to return the beam to flush horizontally , which may fracture the other beam side., ie we leave the beam slightly listing but hold it together ?Also , By such strapping , we may not need screws an or bolts in solution 2 ? do we just bond the belt by epoxy around the beam or use bolt or screw again? or will such belts chock the old beam ??? 4Just barely goes through entire beamI am wondering if these cracks are an issue and if I need an inspector or structural engineer?Thanks! Source:Matt Answered 1 year ago by MattS Report It Related Questions I need to know if I need a structural engineer or a home inspector for a house built between June and October 2014There is nothing you can do about it Shake - separation along annular rings, Checks - longitudinal cracks - usually happen during seasoning process All depending on how the wood was originally cut at the mill also makes a differenceTo repair if necessary the 360 Cm support beam part in the furnace room I am thinking, of course with your kind advice and employment of professional contractors, (the contractors should know but we may never know ?): 1Last edited by roconnor; 5/26/07 at 3:24 PMThat aside, you will need either a professional engineer, structural engineer or architect (more expensive) to certify the appropriate remediation for your exact circumstanceFilling cracks with epoxy and painting makes an unsightly mess Re: Crack in Support Beam In my opinion these are the result of the wood drying out (checking), and do not appear to be structural in nature1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 1$